Braking Examples
Vehicle tests to measure acceleration are more commonly available than
tests of deceleration. Examples of deceleration tests below currently include
only three real-world examples, e.g. road tests as opposed to track tests.
Sources: Edmonds, Car & Driver, Motor Trends, AOL.
Braking Performance
The following is a table of values from various braking
tests and of values derived from them. More test figures will be added,
particularly 'real-world' results as they become available. All of the current
entries can be found elsewhere online. The purpose of these figures is to
compare tested braking deceleration rates to those implied by the standards for
yellow traffic signal timing.
In the table below:
Vi = initial
speed.
t = time
elapsed.
Bd = braking
deceleration.
G = braking
deceleration as % of g.
g =
gravitational acceleration.
Yd = deceleration
to stop during standard yellow signal.
G/Yd compares test deceleration to the deceleration implied
by the standard for yellow signal timing. The implied deceleration is required to
stop during the yellow signal if a vehicle is traveling at the speed limit at the "critical distance" from the limit line.
|
Vi
(MPH)
|
Stop
Dist
|
Vi (ft/sec)
|
t
|
Bd=Vi/t
|
G=Bd/g
|
G/Yd
|
|
|
|
20.00
|
0.62
|
|
Yd
|
|
60
|
124.00
|
88.00
|
2.82
|
31.23
|
0.96
|
1.55 |
|
Track Tests
|
|
60
|
106.00
|
88.00
|
2.41
|
36.53
|
1.13
|
1.82
|
|
Track Tests
|
|
60
|
149.00
|
88.00
|
3.39
|
25.99
|
0.80
|
1.29
|
|
Track Tests
|
|
60
|
157.94
|
88.00
|
3.59
|
24.52
|
0.76
|
1.22
|
|
Real Street Conditions
|
|
60
|
187.98
|
88.00
|
4.27
|
20.60
|
0.64
|
1.03
|
|
Real Street Conditions
|
|
60
|
167.11
|
88.00
|
3.80
|
23.17
|
0.72
|
1.15
|
|
Real Street Conditions
|
|
|
|
|
|
60
|
136
|
88
|
3.09
|
28.47
|
0.88
|
1.42 |
|
Track Tests
|
|
60
|
142
|
88
|
3.23
|
27.27
|
0.84
|
1.36
|
|
Track Tests
|
|
80
|
219.8
|
117.33
|
3.75
|
31.32
|
0.97
|
1.56
|
|
Track Tests
|
|
70
|
184
|
102.67
|
3.58
|
28.64
|
0.88
|
1.43
|
|
Track Tests
|
|
|
|
60
|
130
|
88
|
2.95
|
29.78
|
0.92
|
1.48
|
|
Track Tests, Police
|
|
60
|
131
|
88
|
2.98
|
29.56
|
0.91
|
1.47
|
|
Track Tests, Police
|
|
60
|
135
|
88
|
3.07
|
28.68
|
0.89
|
1.43
|
|
Track Tests, Police
|
|
60
|
143
|
88
|
3.25
|
27.08
|
0.84
|
1.35
|
|
Track Tests, Police
|
|
60
|
142
|
88
|
3.23
|
27.27
|
0.84
|
1.36
|
|
Track Tests, Police
|
|
60
|
150
|
88
|
3.41
|
25.81
|
0.80
|
1.29
|
|
Track Tests, Police
|
Note the three results from real world tests in which the
deceleration rate achieved most closely approaches the deceleration implied by
MUTCD yellow light timing standards.
This deceleration (.62g, see Signal Timing)
would be required to stop in the following situation:
1. A standard
timed yellow signal,
2. Vehicle
traveling at the speed limit,
3. Driver
reaction time to commence braking is 1 second.
4. Vehicle is
at the distance from the limit line defined by these rates and times.
The distance in item 4 is the critical distance, as
previously described.
If the car is at this critical distance and the car's
braking performance as measured by G/Yd is greater than but close to 1.00 then
the required stop can be said to approach maximum performance capability of the
car. If such braking performance is less than 1.00, then the required stop
exceeds such maximum performance.
If the vehicle position is less than the critical distance
from the limit line and the driver elects to stop, the deceleration required is
higher.
At the critical distance, if the driver's reaction time and/
or decision is delayed beyond one second for any reason the deceleration
required is higher.
Relatively high stopping performance in
controlled track tests appears to be in the range of G/Yd = 1.5.
A 20% reduction in deceleration time after the appearance of the yellow signal requires a G/Yd of
approximately 1.55 to achieve a stop before the limit line. This is in the higher performance ranges for track tests. At 30 mph such a 20% reduction in braking time would amount
to .44 seconds.
The critical distance defined here falls within a range of
positions in approach to intersections previously identified as the dilemma
zone. This zone is the interval of time and position in which there is
reasonable intuitive uncertainty about whether to attempt to stop, or to
attempt to pass through the intersection under the yellow light and perhaps
part of the red.
